Tender For Shoulder Leveling Drain Cleaning Repair And Maintenance Of Sign Boards And Connected Works Around Runway & Ptt At Af Station Suratgarh
Tender Value
40 Lakhs
Estimated cost
Bid Submission
23 Nov 2026
11 days left
EMD
80000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganganagar → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Shoulder Leveling Drain Cleaning Repair And Maintenance Of Sign Boards And Connected Works Around Runway & Ptt At Af Station Suratgarh
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-Nov-2026 | Corrigendum_01 | Date | 23-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | BOQ (SHOULDER LEVELING DRAIN CLEANING REPAIR AND MAINT OF SIGN BOARDS AND CONNECTED WORKS AROUND RUNWAY & PTT AT AF STATION SURATGARH) |
| 2 | Removal of loose patches/scales of existing paint by scrapping with suitable scrapers, tools and clean the surafce by sweeping and applying two coats of water based Road marking paint of make (as approved by GE), over one coat of primer as per IS-164:2023 of Colour white/ golden/ yellow/ Deep orange/ Red and black (as approved by GE) in lines, dashes, letter, circle, triangle etc on concrete or bitumen surfaces/ pavements exceeding 10cm in width using Mechanical pavement marking machine, complete all as specified and directed by Engineer-in-Charge. |
| 3 | Removal of loose patches/scales of existing paint by scrapping with suitable scrapers, tools and clean the surafce by sweeping and applying two coats of Road marking paint of make (as approved by GE), over one coat of primer as per IS-164:2023 of Colour white/ golden/ yellow/ Deep orange/ Red and black (as approved by GE) in lines, dashes, letter, circle, triangle etc on concrete or bitumen surfaces/ pavements NOT exceeding 10cm in width using Mechanical pavement marking machine, complete all as specified and directed by Engineer-in-Charge. |
| 4 | Taking out existing sealing compound from expansion, contraction & dummy joints of width exceeding 10mm but not exceeding 20mm in concrete and upto 25mm deep by mechanical means electrically operated, preparing and cleaning of sides, bottom and edges of adjoining slabs with solvent soaked cloth to remove sticked old sealing compound completely, cleaning the surface of the joints with wire brushes and finally removing and cleaning dust etc with compressed air to make it free from all foreign particles, filling with Polyurethane joint sealing compound using mechanical means to a minimum depth exceeding 6mm but not exceeding 8mm (depth minimum above the backup rod) with minimum movement accommodation factor (MAF) + 30% confirming to the requirement of BS-5212 and EN 141875-2003 of hydrolysis/water resistance including one coat of primer and providing approved quality closed cell polythene back up rod/back up sheet of required size & shape over existing bituminious joint filler board in position applying masking tape on edges to prevent accident all slippage on solvent on top surface and to give a neat finish to sealent and removing the masking tape after sealent is applied as required complete all as per manfacture instructions including removal of loose & foreign materials outside MoD land, complete all as specified and directed by Engineer-in-Charge. |
| 5 | All as per serial item No 3 above but width of joint exceeding 20mm but not exceeding 30mm and to a minimum depth exceeding 8mm but not exceeding 10mm (depth minimum above the backup rod) complete all as specified and directed by Engineer-in-Charge. |
| 6 | All as per serial item No 3.00 above but width of joint exceeding 30mm but not exceeding 40mm to a minimum depth exceeding 8mm but not exceeding 10mm (depth minimum above the backup rod) complete all as specified and directed by Engineer-in-Charge. |
| 7 | Dismantling existing Sign Boards of size Approx 03 Sqm on elevation and fixing 5mm thick Acrylic Sheet including necessary cleats/ brackets/rivets/nuts bolts as required over vinyl sheet and fixing high intensity prismatic retro reflective Sheeting Series 3930 of approved colour/shade fixed on vinyl sheet fully at both face of board covered including letter writting infomation/ logo with same sheeting computerised cut in approved colour /shade.The letters approximately covering upto 50% of the board. Complete all as specified and directed. Note :- (i) Cost of letter writing with retro-Reflective Sheeting is includied in unit rate. |
| 8 | Removal of soil/muddy soil/ grass/vegetation by mechanical means (Hydraulic excavator or tractor ) or by manual means in drains (not exceeding 1.5 m in depth ), including dressing of sides and cleaning of bottom, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 250 m from drain complete all as specified and directed by Engr-in-Charge. |
| 9 | Removal of soil/muddy soil/ grass/vegetation by mechanical means (Hydraulic excavator or tractor ) OR BY manual means in drains (exceeding 1.5 m in depth ), including dressing of sides and cleaning of bottoms, lift more than 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 250 m from drain complete all as specified and directed by Engr-in-Charge. |
| 10 | Removal of soil/muddy soil/ grass/vegetation by manual means in drains under culverts including dressing of sides and cleaning of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 250 m from drain complete all as specified and directed by Engr-in-Charge |
| 11 | Demolition of brick work built in cement mortar or cement lime mortar including all quoins, arches , pillars etc & removal of debris from the site. complete all as specified and directed by the Engineer-in-Charge. |
| 12 | M&L for brick work using sub class 'B' bricks straight or curved on plan exceeding 6 mtr mean radius built in CM 1:4, complete all as specified and as directed by the Engr-in-charge |
| 13 | Brickwork with sub class 'B' bricks , straight or curved on plan not exc 6m mean raidus (except brick) built in cement mortar 1:4 , complete all as specified and directed by Engineer-in-Charge. Note: Servicable bricks retrieved from item no 10 shall be used after proper cleaning and washing of old bricks. |
| 14 | Taking down of cement plaster/rough cast plaster on brick or stone wall including raking out joints, hacking for key, scrubbing down with water and removal of rubbish in low lying area complete all as specified and directed by Engineer-in-Charge. |
| 15 | M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick/concrete including finishing the surface even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 16 | Dismantling of bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc. (each layer), laid dry or laid dry and pointed, complete all as specified and directed by Engineer-in-Charge. |
| 17 | M & L for Bricks laying on edge/flat, using sub class ‘B’ bricks old size, grouted in cement mortar 1:6 and pointed in cement mortar 1:4 as in flooring laid to herring-bone pattern or diagonally including necessary surface dressing in any type of soil complete all as specified and directed by Engineer-in-Charge. |
| 18 | Demolition of cement concrete (below or above ground level) ground floors and paving any description and in any position and removal of rubbish in low lying area complete all as specified and directed by Engineer-in-Charge. |
| 19 | M&L for plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in foundations, filling and mass concrete. complete all as specified and as directed by the Engr-in-charge |
| 20 | M&L for PCC 1:3:6 type C1 using 20mm graded stone aggregate as in drains, surface channels complete all as specified and as directed by the Engr-in-charge |
| 21 | Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds mitre/stopped ends complete all as specified and as directed by the Engr-in-charge |
| 22 | M&L PCC 1:2:4 type B1 using 20 mm grade aggregate as in copings, cills and other similar works all as specified and directed by Engineer-in-charge Please Enable Macros to View BoQ information |
| 23 | M&L PCC 1:2:4 type B1 using 20 mm grade aggregate as in copings, cills and other similar works all as specified and directed by Engineer-in-charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 23, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 11 daysNov 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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