Tender For Repair To Drain, Drain Cover, Fod Trap And Hardstanidng In Technical Area And Chandan At Air Force Station Jaisalmer
Tender Value
28 Lakhs
Estimated cost
Bid Submission
18 Nov 2026
8 days left
EMD
56000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaisalmer → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair To Drain, Drain Cover, Fod Trap And Hardstanidng In Technical Area And Chandan At Air Force Station Jaisalmer
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of Brick work of stone/boulder masonry, built in cement mortar excluding ashlars facing dressed stone work and pre-cast concrete etc complete all as specified. |
| 2 | M&L for square rubble walling Jodhpur type brought up to courses well bonded, bedded and solidly hearted in cement morgtar 1:6. |
| 3 | All as per serial item No.2.00 above but except stone. |
| 4 | Extra over above item for hammer dressing to face stones with maximum depressions on face from a stright edge not exc. 20 mm and dressing face beds and joints as specified to SR walling Jodhpur type brought upto courses. |
| 5 | M&L for keyed pointing to squared rubble/jodhpur type stone masonry, coursed or uncoursed in CM 1:4. |
| 6 | M&L for applying of two coat of cement base paint over a coat of primer on new wall surfaces including preparation of surfaces complete all as specified and directed by Engineer-in-charge. |
| 7 | Dismantling structural steel work including doors, gates but excluding framed truss etc. |
| 8 | S&F for Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework ofwater tanks and similar work conforming to Fe.290.Gde-E-165 |
| 9 | Excavation in post holes (or similar) each n.exc 0.5 cum, getting out in any type of soil complete all as specified . |
| 10 | M&L cement concrete in foundation filling and mass concrete 1:3:6 type C-2(using 40mm graded Agg) all as specified. |
| 11 | Dismantling posts or struts (wood, steel or R.C.C.) embedded in concrete,brick work,masonary etc. any section, including taking out embedded portion and making good disturbed ground complete all as specified and directed. |
| 12 | Dismantling fencing wire mesh, any type complete all as specified and directed. |
| 13 | M&L Hand rails, half round or other stock section or core for wooden hand rail straight portion and curved or ramped portions of hand rails to required shape or figure (curved, ramped or scroll portions only measured), drilled and countersunk for balusters, nosing to steps incl embedding in concrete and screwing etc, wind ties for roof incl securing bolts: post and struts in fencing incl cutting topes to shape as directed, drilling holes, notching for wire etc, flat iron fillets incl all necessary drilling bolting or riveting etc, and similar work conf to Fe 290 grade E-165 complete all as specified and directed. |
| 14 | Supply only chain link fencing of oblong wire mesh size 100x100mm with weight n.exc 4kg/sqm complete all as specified and directed. |
| 15 | Fixing only chain link fencing incl line wires, an mesh, size and type to any type of standards, rails, strain in bolts etc incl provision of binding wire andd fixing with MS angle iron fencing posts complete all as specified and directed. |
| 16 | M&L for preparation of new steel and iron surfaces of any description, not otherwise described, over 10cm in width or girth and applying two coats of synthetic enamel paint over a red oxide zinc chrome primer complete all as specified and directed. |
| 17 | M&L applying two coats of synthetic enamel paints on new steel surfaces over a coat of red oxide primer including surface reparation, n.exc 10cm in width or girth when uncon nected with other painting or when painted in a different tint complete all as specified and directed. |
| 18 | M&L for preparing old steel surfaces and applying one coats of Synthetic enamel paint etc all as specified and directed. |
| 19 | S&F in repairs galvanised 2 strand , steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts incl securing or tying at crossing with and provision of galvanised mild steel wire staples or steel pins etc as directed(each line wire to be measured) complete all as specified and directed. |
| 20 | S&F Mild steel round bars, with welding to fencing post in available lengthsFe 410-W (Gde-E 250) qua lity-A complete all as specified and directed. |
| 21 | Excavation in trenches not exceeding 1.50 meter wide or not exceeding 10 square meters in plan area and not exceeding 1.50 meter in depth for foundation in soft loose soil and getting out. |
| 22 | Returning filling in including spreading, levelling watering and well ramming in layers not exc. 25 cm using excavated soil. |
| 23 | Removing excavated soil to a distance not exceeding 50 M and depositing where directed, at a level not exceeding 1.5 M above from starting point. |
| 24 | M&L for PCC 1:4:8 type D-2 using 40 mm graded aggregate as in foundaton, filling and mass concrete etc complete all as specified and directed. |
| 25 | M&L for plain cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate ) in surface channels, drains and benching for main hole and finishing of exposed surface of concrete complete all as specified and directed. |
| 26 | M&L for PCC 1:3:6 type C1, using 20mm graded aggregates as in copings including weathering, slightly rounded or chamfered angles and throating and necessary form work and finishing the top surface of concrete even and smooth without using extra cement complete all as specified and directed. |
| 27 | Demolition of reinforced cement concrete as in cover slabs for drains etc complete all as specified and directed |
| 28 | Demolition of Cement concrete (unreinforcement) in ground floors and pavings n exc 15 cm thickness (below or above ground level) etc complete and specified and directed by engineer in charge. |
| 29 | M & L for 75mm thick plain cement concrete 1:3:6 type C2, using 40mm graded stone aggregate as in sub base complete all as specified and directed. |
| 30 | M&L for 80mm thick Machine pressed precast rubber moulded interlocking (M-40) cement concrete tiles (Coloured) of approved design & pattern laid over and including 25 mm Fine sand filling under floor in layers not exceeding 25cm each layer including watering and well ramming as per site requirement complete all as specified and directed. |
| 31 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges,complete all as specified and directed. |
| 32 | M&L for 40mm thick sand stone slabs,dressed close picked on exposed faces, set and jointed in cement and stone dust mortar 1:3 and pointedin cement mixed with approved pigment to match complete all as specified and directed. |
| 33 | M&L 75mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as sub base complete all as specified and directed. |
| 34 | M&L 100mm thick cement concerete 1:2:4 type B-1 using 40mm graded aggragete in alternate bays complete all as specified and directed. |
| 35 | M & L for forrming 12 mm thick expansion joints filled with preformed bituminous filler and top 30 mm primed and sealed with sealing compund Grade 'B' for 100 thick slab complete all s specified and as directed |
| 36 | M & L for forming contraction (Dummy) joints 65 mm deep x 10 mm wide, filled with sealing compund grade \\"B' complete all as specified and directed. |
| 37 | M & L for forming construction joints 30 mm deep x 10 mm wide, filled with sealing compund grade \\"B' complete all as specified and directed. |
| 38 | Providing broom finished surface of concrete pavement while concrete is green complete all as specified and directed. |
| 39 | Excavation over area exc n exc 1.50m deep and getting out in any type of soil as specified and directed by engineer-in-charge. |
| 40 | Excavation over area exc 1.50m and n exc 3.00m deep and getting out in any type of soil as specified and directed by engineer-in-charge. |
| 41 | Cleaning and removing surplus exavated material (Rock/Sdr/Soil) and any other inside crater/other places upto required depth and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed by Eng-in-Charge. |
| 42 | Machine and labour required for loading, unloading and transportation of aggregate of any size upto distance of up to Chandan/ AF jaisalmer to the location as specified and directed by Engg-in-Charge. Note : Aggregate is lying at runway side |
| 43 | labour only for filling of crater by stone boulder 63mm and above through JCB/labour including spreading rolling and consolidation of layer as specified and directed by Engg-in-Charge. Note : Stone boulder is lying at runway side |
| 44 | labour only for filling of crater by stone bolder upto size 20mm to 63mm through JCB/labour including spreading rolling and consolidation of layer as specified and directed by Engg-in-Charge. Note : Stone boulder is lying at runway side |
| 45 | labour only for filling of crater by sand in a layer of thickness 20mm including spreading, levelling and consolidation as specified and directed by Engg-in-Charge.Note : Sand is lying at runway side |
| 46 | Supplying and laying 400 micron thick HOPE shee (Virgin Quality) water proof, wrinkle free withou puncture having minimum weight 390 gm/Sqm ave tack coausand cushion as specified in the design with overlap between adjacent strips and a transverse joints as minimum 300mm. |
| 47 | Material and labour for formwork to face of walls, retaining walls abutments, parapets and stair case railling and similar works including attach pillasters, buttresses etc vertical or to batter for rough finished flat surfaces of conrete complete all as specified and directed by Enggr -in-Charge. |
| 48 | Machine and labour required for loading, unloading and transportation of rapid hardening cement upto Chandan/ tech area inside AF Stn Jaisalmer as specified and directed by Engg-in-Charge. Note : Rapid hardening cement is stored in tech area Jaisalmer |
| 49 | Machine and labour for loading, unloading and transportation of heavy machine like IMDM Machine etc to a specified location upto location Chandan/ tech area inside AF Stn Jaisalmer re-shifting of the same location after completion of task including cleaning of IMDM machine with water with cleaning agent to desire satisfaction complete all as specified and directed by Engg-in-Charge. |
| 50 | Hiring of water filled water bowser of capacity not less than 10000 Ltrs with potable water confirming with IS 456 specification at a location Chandan/ tech area inside AF Stn Jaisalmer |
| 51 | Hiring of crane of load carrying capacity of 5-6 ton for a day at a location Chandan/ tech area inside AF Stn Jaisalmer |
| 52 | Hiring of JCB 4CX for a day at a location upto Chandan/ tech area inside AF Stn Jaisalmer Note : Procurment of safety measures for labours like gloves, helmet, field dress, gum boot, gogles and masket etc required during execution of work will be provided by contractor to workers without any extra cost. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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