Tender For Special Repair To Closed Blastpen In Fcab Under Ge Nams.
Tender Value
56.95 Lakhs
Estimated cost
Bid Submission
06 Nov 2026
4 days left
EMD
1.10 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Amritsar → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Special Repair To Closed Blastpen In Fcab Under Ge Nams.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Oct-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 06-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of Mud in roofs, any thickness, including plastering and leaping (whether full thickness removed or only a part thereof) complete all as specified and as directed. |
| 2 | Removing excavated material not exceeding 50 meters and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed. |
| 3 | Labour for Cutting or uprooting grass from over traverse wall, removing rubbish off the premises, cleaning surface complete all as specified and as directed. |
| 4 | Material and Labour for cement plaster in 1:3 for Screed bed or bedding layer of mortar 15 mm thick using/ mixing water proofing compound for Roof complete all as specified and as directed. |
| 5 | Material and Labour for applying evenly two layer tack coat of bitumen of grade 85/25 at the rate of 1.2 kg per sq.m per coat including cleaning surfaces complete all as specified and directed |
| 6 | Material and Labour Liquid water proofing compound by weight of cement complete all as specified and as directed. |
| 7 | Material and Labour for earth filling with proper consolidation around traverse wall and Blast pen Roof, whether curved or flat, from outside MOD land. The earth shall be free from vegetation, stones, and pebbles and foreign materials, possessing good engineering properties for filling in embankment, complete all as specified and as directed. |
| 8 | Taking down cement plaster from walls/ceiling including raking out joints hacking for key scrubbing down with water complete all as specified and as directed. |
| 9 | Material and Labour for 1:3 Cement plaster rendering 10 mm thick on fair faces of brick work or concrete surfaces of ceiling complete all as specified and directed. |
| 10 | Demolition of brick work built in cement mortar complete all as specified and as directed. |
| 11 | Material and Labour for brick work using sub class ‘B’ old size bricks, straight or curved on plan exceeding a 6 mean radius in CM 1:4 complete all as specified and as directed. |
| 12 | Material and Labour for 1:4 Cement plaster rendering 15 mm thick on fair faces of brick work or concrete surface complete all as specified and directed |
| 13 | Material and Labour for Cement concrete type B-0 1:2:4 (12.5mm graded aggregate ) for traverse wall, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and as directed. |
| 14 | Material and Labour for Cement concrete type B-0 1:2:4 (12.5mm graded aggregate ) Domes, vaults, shell roofs, arch ribs and folded plates complete all as specified and as directed. |
| 15 | Supply and fixing 110mm bore PVC SWR pipes single socketed 1st quality, in small lengths as in weep holes complete all as specified and as directed. |
| 16 | Material and Labour for preparation of new plastered surfaces and applying three coats of white wash on ceiling surface complete all as specified and as directed. |
| 17 | Material and Labour for applying two coats or more coat of 100% premium exterior Acrylic emulsion weather coat paint over new plastered surface in camouflaging pattern to parapet walls,slanting walls,under base any shape and area over one coat of priming surface including preparation of new surface upto height not exceeding 6 mtr from GL, complete all as specified and as directed. |
| 18 | Material and Labour for applying two or more coat of 100% Premium exterior Acrylic emulsion weather coat paint in camouflaging pattern over old plastered surface to traverse wall including preparation of old existing treatment by wire brushing with sand paper to walls of any shape and area upto height not exceeding 6 mtr from GL, complete all as specified and as directed. |
| 19 | Cleaning/ Roughening surfaces of old concrete floor of entire dispersal area by picking, sweeping cleaning and washing down with water to remove dust, loose aggregates, bushes, etc. complete all as specified and as directed. |
| 20 | Demolition of Cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for removing demolished material exceeding 250 m but not exceeding 500 m and depositing where directed. |
| 21 | Material and Labour for 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) Grade V as per Table 900-1 MoRTH specifications for Road works 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required and consolidating to required gradient and camber with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road works, 2013 complete all as specified and as directed. Note: The materials shall be mechanically mixed, spread and leveled over the subgrade by rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. |
| 22 | Material and Labour for 150 mm thick (compacted thickness ) Wet Mix Macadam (WMM) laid in two layers of 75 mm each with grading as per table 400-13 of MORTH specifications for Road works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to the required gradient and camber with finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road works 2013, complete all as specified and as directed. |
| 23 | Material and Labour for Dry lean Concrete (DLC) 100 mm thick of aggregate gradation as per Table 1 of SP 49:2014 having 7 day average compressive strength not less than 7 MPa with a minimum cement content of not less than 140 Kg/Cum, transported to the site and laid by paver including spreading and compacting further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing surface tolerances to be as per Table 900-1 of MoRTH specifications for Road work 2013,etc., complete all as specified and as directed. |
| 24 | Material and labour for Pavement quality concrete(PQC) of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean , hard strong, dense non-porous and durable pieces of crushed stone o gravel, fine aggregates of clean natural sand crushed stone sand or combination of both using a minimum 360 kg/cum of cement with non-circular virgin synthetic fibres of 12-18 mm length, which have a specific gravity 1.34 to 1.39, are UV stable and alkali resistant, and possess an equivalent diameter of 15–40 microns, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate of 0.25% by weight of cement (as specified by the manufacturer). PQC laid, spread and compacted with paver , including curing and tining by Texturing cum Curing Machine with required surface texturing to be done as specified in Clause 10 1 14 and Table~ 9 of IRC' 15-2017, complete all as specified and as directed. |
| 25 | Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) having minimum weight 390 gm/sqm over sand cushion as specified in the design with overlap between adjacent strips as minimum 300mm and transverse joints at ends as minimum 300mm etc complete all as specified and as directed.Note:- (No additional payment for overlap will be made and contractor shall note this aspect while quoting the rate). |
| 26 | Material and Labour for providing,spreading,laying 10mm thick sand cushion over area for PQC laying with clean river sand duly clear from residual,organic and deleterious materials spread evenly to uniform thickness laid over DLC layer.The sand cushion must not contain stones/other hard or uneven material/organic matter as complete all as specified and as directed. |
| 27 | Material and Labour Painting lines, dashes, arrows, letters,shapes,Heli etc., on runway, pavements and the like exceeding 10cm wide with aqua based road marking paint,three coats after 6 hrs intervals each, white or golden yellow complete all as specified and as directed. |
| 28 | Material and Labour for Forming ( dummy) contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1/3rd to 1/4th the thickness of the slab widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size straight and smooth edges The joint shall be cleaned thoroughly with the application of compressed air, and it shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris, application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant, placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS- 5212 , BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guaranteea pplying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer, complete all as specified and as directed. |
| 29 | Material and Labour for Cutting and forming of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges ,the joint shall be cleaned thoroughly with the application of compressed air, and it shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN- 141875- 2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer, complete all as specified and as directed. |
| 30 | Material and Labour for Repair to existing dummy joints by raking out the old existing sealant compound and back up rod of the existing joints by special tools like cutting blades/machines, widening of joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air, joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant, thereafter filled with closed cell, medium density, cross linked polyethylene foam backup rod of 8 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875- 2003 with minimum movement accommodation factor (MAF) of+!- 30%, complete all as specified and as directed. |
| 31 | Material and Labour for Repair to existing dummy joints by raking out the old existing sealant compound and back up rod of the existing joints by special tools like cutting blades/machines, widening of joints by 2 mm by using joint cutting blades of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air, Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before pouring the sealant Thereafter filled with closed cell medium density, cross linked polyethylene foam backup rod of 12 mm dia for complete length of the joint, over it to be filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+!- 30%, complete all as specified and as directed. |
| 32 | Material and Labour for Repair to existing Expansion Joints by raking out of old existing sealant compound, back up rod and filler board of the existing joints by special tools like racker/cutting blades/machines, widening of joints by 2 mm by using joint cutting blades of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air, Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the filler board and pouring the sealant Thereafter filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified , over it filled with closed cell medium density, cross linked polyethylene foam backup rod of 30 mm dia for complete length of the joint. Finally filled with polyurethane joint sealant meeting the requirements mentioned in BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor MAF of+/- 30%, complete all as specified and as directed. |
| 33 | Supply, installation, testing and commissioning of advanced new generation Early Streamer Emission (ESE) technology lightning arrestor made of robust stainless steel with a coverage radius of 107 m, featuring a housing capable of working in a hazardous atmosphere, providing protection against direct lightning strikes, as well as conducting and diverting current completely to earth after detecting lightning in advance as per NFC 17-102:2011, certification the air termination should be tested for switching impulse current of 40KA and for local CPRI with 5 Positive and one negative impluse, with mounted at a height of 5m above roof level along with guy kit 6 meter with grips strictly as per ANX1 with lighting strike counter 6 digit, GI mast medium grade 50mm dia, LA insulators 6x30mm, test links etc including all connection, GI flats as necessary, Supply and fix of PVC medium gauge protection pipe to be used from earthing to Earth point/on wall, complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 34 | Supply, installation, testing and commissioning of advanced new generation Early Streamer Emission (ESE) technology lightning arrestor made of robust stainless steel with a coverage radius of 107 m, featuring a housing capable of working in a hazardous atmosphere, providing protection against direct lightning strikes, as well as conducting and diverting current completely to earth after detecting lightning in advance as per NFC 17-102:2011, certification the air termination should be tested for switching impulse current of 40KA and for local CPRI with 5 Positive and one negative impluse, with mounted at a height of 5m above roof level along with guy kit 6 meter with grips strictly as per ANX1 with lighting strike counter 6 digit, GI mast medium grade 50mm dia, LA insulators 6x30mm, test links etc including all connection, GI flats as necessary, Supply and fix of PVC medium gauge protection pipe to be used from earthing to Earth point/on wall, complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 06, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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