CORRIGENDUM dated 17-11-2024 | Infrastructural development of Lighthouse School Complex – Government Higher Secondary School (GHSS) Phek under Phek District
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No. NEP-PMU-157/PROC-LSC-PHK/2024
Corrigendum
In response to RFP notice issued vide No IN-DSE-456420-CW-RFB Dated 16th October 2024 for the work “Infrastructural development of Lighthouse School Complex - Government Higher Secondary School (GHSS) Phek under Phek District.” the following modifications are hereby issued:
| Sl. No. | Item Description | Quantity as per BoQ | Revised Quantity | Unit |
| CIVIL WORK | ||||
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator/Manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge | |||
| 3 | All kind of Soil | 2795.41 | 3167.32 | Cum |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator/Manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge | |||
| 5 | Ordinary Rock | 2345.60 | 2593.54 | Cum |
| 16 | Providing and laying in position ready mixed M25 grade concrete for RCC work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixture, manufactured as per Mix Design of specified Grade for RCC work, including pumping of RMC from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including cost of admixtures in recommended proportions as per 15-9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. (NOTE: Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately) | |||
| 17 | All works upto Plinth level | 430.21 | 599.91 | Cum |
| 18 | All works above Plinth level upto floor V level | 325.11 | 354.01 | Cum |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for: | |||
| 21 | Foundations, footings, bases of Columns | 839.64 | 927.78 | Sqm |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for | |||
| 25 | Columns, Pillars, Piers, Abutments, Posts & Struts | 2229.65 | 2309.10 | Sqm |
| 26 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete above plinth level | |||
| 27 | Hot Rolled deformed bars | 81719.16 | 97626.16 | Kg |
| BOYS HOSTEL | ||||
| CIVIL WORK | ||||
| 559 | Earth work in excavation by mechanical means (Hydraulic excavator/Manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge | |||
| 560 | All kind of Soil | 863.82 | 906.60 | Cum |
| 561 | Earth work in excavation by mechanical means (Hydraulic excavator/Manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge | |||
| 562 | Ordinary Rock | 681.05 | 709.57 | Cum |
| 573 | Providing and laying in position ready mixed M25 grade concrete for RCC work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixture, manufactured as per Mix Design of specified Grade for RCC work, including pumping of RMC from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including cost of admixtures in recommended proportions as per 15-9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. (NOTE: Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately) | |||
| 574 | All works upto Plinth level | 145.74 | 164.07 | Cum |
| 575 | All works above Plinth level upto floor V level | 101.04 | 106.31 | Cum |
| 577 | Centering and shuttering including strutting, propping etc. and removal of form work for: | |||
| 578 | Foundations, footings, bases of Columns | 158.82 | 177.06 | Sqm |
| 581 | Centering and shuttering including strutting, propping etc. and removal of form for | |||
| 582 | Columns, Pillars, Piers, Abutments, Posts & Struts | 902.81 | 925.61 | Sqm |
| GIRLS HOSTEL | ||||
| CIVIL WORK | ||||
| 872 | Earth work in excavation by mechanical means (Hydraulic excavator/Manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge | |||
| 873 | All kind of Soil | 1115.99 | 1158.77 | Cum |
| 874 | Earth work in excavation by mechanical means (Hydraulic excavator/Manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge | |||
| 875 | Ordinary Rock | 910.75 | 939.27 | Cum |
| 886 | Providing and laying in position ready mixed M25 grade concrete for RCC work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixture, manufactured as per Mix Design of specified Grade for RCC work, including pumping of RMC from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including cost of admixtures in recommended proportions as per 15-9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. (NOTE: Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately) | |||
| 887 | All works upto Plinth level | 154.78 | 173.11 | Cum |
| 888 | All works above Plinth level upto floor V level | 96.40 | 101.67 | Cum |
| 890 | Centering and shuttering including strutting, propping etc. and removal of form work for: | |||
| 891 | Foundations, footings, bases of Columns | 199.86 | 214.74 | Sqm |
| 894 | Centering and shuttering including strutting, propping etc. and removal of form for | |||
| 895 | Columns, Pillars, Piers, Abutments, Posts & Struts | 940.31 | 963.11 | Sqm |
| Sl no | Clause Ref: | Existing Text | Stands amended as |
| 1. | ITB 22.1
|
The deadline for uploading the Bids is:
Date: 18th November 2024 Time: 12:00 Hrs IST |
The deadline for uploading the Bids is:
Date: 21st November 2024 Time: 12:00 Hrs IST |
| 2. | ITB 25.1 | The online Bid opening of Technical Parts of Bids shall take place at: Conference Room, PMU, Nagaland Education Project
Date: 18th November 2024 Time: 12:30 Hrs IST |
The online Bid opening of Technical Parts of Bids shall take place at: Conference Room, PMU, Nagaland Education Project
Date: 21st November 2024 Time: 12:30 Hrs IST |
IMPORTANT INSTRUCTION:
The revised quantities cannot be updated in the live BoQ in the portal. Bidders are instructed to enclose the rates for the additional quantities in the ANNEXURE format and enclosed along with the financial letter of bid. The total amount should be reflected in the Letter of Bid-Financial Bid and the same will be considered as the final bid price for evaluation.
Bid Security should be valid up-to 2nd May 2025, (165 days from the date of original bid submission deadline, i.e., 18th November 2024)
Note: The other terms and conditions of the RFP remain unchanged
Sd/-
Project Director
Nagaland Education Project
Department of School Education
Kohima, Nagaland
ANNEXURE
| Financial Bid Particulars | Amount |
| Total Amount as per published BoQ (A) | |
| Total Amount for additional quantities (B) | |
| Total Financial Bid Price (C=A+B) | |
| Total Financial Bid Price (in words):
|
|
BOQ for additional quantities (B)
| Sl. No. | Unit | Item Description | Additional Quantity | Unit Rate | Total Amount |
| ACADEMIC BLOCK | |||||
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator/Manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge | ||||
| 3 | Cum | All kind of Soil | 371.91 | ||
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator/Manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge | ||||
| 5 | Cum | Ordinary Rock | 247.94 | ||
| 16 | Providing and laying in position ready mixed M25 grade concrete for RCC work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixture, manufactured as per Mix Design of specified Grade for RCC work, including pumping of RMC from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including cost of admixtures in recommended proportions as per 15-9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. (NOTE: Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately) | ||||
| 17 | Cum | All works upto Plinth level | 169.70 | ||
| 18 | Cum | All works above Plinth level upto floor V level | 28.90 | ||
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for: | ||||
| 21 | Sqm | Foundations, footings, bases of Columns | 88.14 | ||
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for | ||||
| 25 | Sqm | Columns, Pillars, Piers, Abutments, Posts & Struts | 79.45 | ||
| 26 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete above plinth level | ||||
| 27 | Kg | Hot Rolled deformed bars | 15907.00 | ||
| BOYS HOSTEL | |||||
| 559 | Earth work in excavation by mechanical means (Hydraulic excavator/Manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge | ||||
| 560 | Cum | All kind of Soil | 42.78 | ||
| 561 | Earth work in excavation by mechanical means (Hydraulic excavator/Manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge | ||||
| 562 | Cum | Ordinary Rock | 28.52 | ||
| 573 | Providing and laying in position ready mixed M25 grade concrete for RCC work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixture, manufactured as per Mix Design of specified Grade for RCC work, including pumping of RMC from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including cost of admixtures in recommended proportions as per 15-9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. (NOTE: Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately) | ||||
| 574 | Cum | All works upto Plinth level | 18.33 | ||
| 575 | Cum | All works above Plinth level upto floor V level | 5.27 | ||
| 577 | Centering and shuttering including strutting, propping etc. and removal of form work for: | ||||
| 578 | Sqm | Foundations, footings, bases of Columns | 18.24 | ||
| 581 | Centering and shuttering including strutting, propping etc. and removal of form for | ||||
| 582 | Sqm | Columns, Pillars, Piers, Abutments, Posts & Struts | 22.80 | ||
| GIRLS HOATEL | |||||
| 872 | Earth work in excavation by mechanical means (Hydraulic excavator/Manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge | ||||
| 873 | Cum | All kind of Soil | 42.78 | ||
| 874 | Earth work in excavation by mechanical means (Hydraulic excavator/Manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge | ||||
| 875 | Cum | Ordinary Rock | 28.52 | ||
| 886 | Providing and laying in position ready mixed M25 grade concrete for RCC work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixture, manufactured as per Mix Design of specified Grade for RCC work, including pumping of RMC from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including cost of admixtures in recommended proportions as per 15-9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. (NOTE: Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately) | ||||
| 887 | Cum | All works upto Plinth level | 18.33 | ||
| 888 | Cum | All works above Plinth level upto floor V level | 5.27 | ||
| 890 | Centering and shuttering including strutting, propping etc. and removal of form work for: | ||||
| 891 | Sqm | Foundations, footings, bases of Columns | 14.88 | ||
| 894 | Centering and shuttering including strutting, propping etc. and removal of form for | ||||
| 895 | Sqm | Columns, Pillars, Piers, Abutments, Posts & Struts | 22.80 | ||