Tender For Repair To Nlb, Edges Potholes, Cracks, Surface Topping And Other Connected Works On Ptt At Af Station Suratgarh
Tender Value
40 Lakhs
Estimated cost
Bid Submission
25 Nov 2026
15 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 Repair To Nlb, Edges Potholes, Cracks, Surface Topping And Other Connected Works On Ptt At Af Station Suratgarh
BOQ
| Sl. No. | Item Description |
| 1 | BOQ (REPAIR TO NLB, EDGES POTHOLES, CRACKS, SURFACE TOPPING AND OTHER CONNECTED WORKS ON PTT AT AF STATION SURATGARH) |
| 2 | Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for all as directed.Note : - (i)The concrete should be demolished in a specific size as per site requirement.(ii) The Concrete shall be cut sharply at all edges by diamond cutter in complete depth as per site requirememt before demolition to ensure that adjacent slab panel is not disturb if required and as directed.(iii) Removal of debries from site of wok as directed within MoD land to a distance exceeding 250m but not exc 500 m . |
| 3 | Demolition of Concrete of any description in panels of NLB/Sun shelter provided for and removing rubbish from the site as to a distance as directed by Engr-in-charge.( Note : The concrete shall be demolised in panels /as required at site . In panels the concrete shall be cut sharply around all the four edges/edges as per site by diamond cutter upto the full depth of concrete, before demolition of panels without disturbing the existing concrete in adjacent panels. |
| 4 | M&L for reinforced cement concrete M - 30 design Mix (20 mm graded aggregate) for Foundations, including rafts and mass concrete complete all as specified and directed. |
| 5 | All as per srl item No 3 here in before but as in walls etc complete. |
| 6 | TMT bars 10mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clips all as specified and directed. |
| 7 | Material and Labour for repairing to concrete slab surface (depressed portion/cracked portion) by cutting damaged/spilled portion and concrete pavement by mechanical equipment into rectangular cross section, removing useless and worthless all loose and foreign materials etc to a distance exceeding 500m but not exceeding 1000 meter, cleaning the surface thoroughly with brushes and finally with compressed air, including filling and levelling the surface, priming the patches with special primer recommended by manufacturer and filling with modified ready mix ELASTOMERIC concrete not exceeding 50mm depth, including form work where required all as per manufacture's instructions complete all as specified and directed.MAKE: Dr Fixit / Bostik / Chokesy Chemical / STP LTD (Product Name \\"Flex O Patch\\"). |
| 8 | S & F self adhesive reflective tape background including alphabets, Numbers, letters and preparation of surface including taking down of existing self adhesive reflective bacground in DTGM/cautionary board/sign boards complete all as specified and as directed by Engr in charge. Note :- Make of Tape 3 M/Dark Eye |
| 9 | M&L hard core of broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in- charge. |
| 10 | M&L for PCC 1:4:8 type D- 2 (using 40mm graded stone aggregate) in sub base, flooring, pavings etc, complete all as specified and directed. |
| 11 | M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in drains, surface channels complete all as specified and as directed by the Engr-in-charge |
| 12 | Ploughing for all type of soils avg 20 cm deep at both ends of Runway etc using tractor, leveler,cultivator, Harrow & tillers(min of 3- Rounds/Sqm) including : (i) Clearing away all grass vegetation, saplings,shrubs, bushwood, undergrowth, roots, and removing rubbish to a distance exc. 1 km but n exc. 5 km all as specified and directed by Engr-in- charge. Note: Unit rate quoted includes all T&P comprising tractor etc.,crew, fuel and tools complete all as directed by Engr-in-Charge. |
| 13 | M&L for sand cushioning with clean river sand clear of residual , organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed. |
| 14 | M&L for cement concrete work in pavement/hardstanding of flexural strength 40kg/per square centimenter in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less as specified and directed by Engr- in charge |
| 15 | Formwork to sides of concrete foundations, footings, of foundation and similar work; vertical or to batter as specified and directed by Engr-in- Charge |
| 16 | Formwork to faces of walls, retaining walls, similar work including attached pillasters, buttresses, etc.; vertical or to batter as specified and directed by Engr-in- Charge |
| 17 | Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over / sand cushion as specified with overlap between adjacent strips and at transverse joints as minimum 300mm, complete all as specified and as directed. |
| 18 | M&L 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 of gravel, fine aggregates of clean natural sand of crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width , including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause - 10 1 14 and Table 9 of IRC' 15-2017 Note :- Synthtic fibre shall be measured and paid separately. |
| 19 | M&L for Cutting 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. 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 thinbrush 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 as specified and directed |
| 20 | M&L 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. Joint cleaned thoroughly with application of compressed air. Joint shall bemade 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 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 as specified and directed |
| 21 | M&L for Forming 25 mm width expansion joint in concrete slab for full depth of PQC. Early entry saw and subsequent cutting by using diamond bit cutter 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. The joint then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter 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 30 mm dia, over filler board 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 as specified and directed. |
| 22 | Supply only non-circular virgin synthetic fibre. |
| 23 | Supply only reinforcement bars of dia upto 8 mm. |
| 24 | M&L for precast cement concrete 1:2:4 type B1 (using 20 mm graded aggregate) as in Drain covers set in CM 1:4 complete all as specified and as directed by Engr-in-ChargeNote : - Reinforcement shall be measured and paid saparately. |
| 25 | Contract Amount shall be derived after deducting the amount of Schedule of Credit in General Summary on serial page No 17 of tender documents. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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